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HomeMy WebLinkAbout1809 BENCH MARK NO. 148-B GENERAL NOTES SHEET 3 SHEET 4 AT THE N.E.C. HIGHLAND AND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO ETIWANDA AVENUES, 66' N. CL CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- � M u � 7r T z "'uLEGEND HIGHLAND AVE., 24' E. CL CURRENTRRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL �1 Zr wwK-son AVENUE ETIWANDA AVE. AT THE N..W.C. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. PROJECT _ _ - CENTERLINE OF 4'X8' DROP-IN-BOX FOR 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, SITE a DRAIN CULVERT, SET STD. VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT--OF-WAY LIMITS OR CURB AND GUTTER BRASS DISK. ELEV. 1432.612 IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, SAN S1REEr SIDEWALK REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF 0 HT RI F AY RANCHO CUCAMONGA. w G w 30 31 32 33 34 35 36 37 8 39 _ F 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE STORM RAI 0 m O-SH ET 6 . STREET TREES SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 29 y I H04"o AVENUE FS FINISHED SURFACE DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN J - ,�F9 ON THESE PLANS. - Q - - -- - _ 40 FL FINISHED SURFACE y SHEET 3 - t --- -s GF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 28 - - - _ _ \o TC FINISHED SURFACE J _ s #t T ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY 1 _ z 0 "� L= FINISHED SURFACE OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. LJ m 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL 27 26 25 24 23 22 21 20 19 18 41 PUE PUBLIC UTILITY EASEMENT BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FCOT OF SUB-GRADE SWE SIDEWALK EASEMENT ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE d. -} REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. i 42 VICINITY MAP NOT TO SCALE 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. TR. W23 8 9 10 11 12 13 14 15 16 17 OUAWITIES 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL 43 �. STREET CONSTRUCTION NOTES GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO STORM DRAIN-SH ET 5 �� - CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE 1�-CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE 73,919 SF CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. N A A R R I RANCHO PLAN 104 89 LF • CONSTRUCT 2-6 CURB AND GUTTER PER CITY OF R NC 0 STD. 4,1 SHEET 2 -- - a - -- ' - - 2 s, 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. -SRI - 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 6 EA LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND _ i GRADATION OF ASPHALT PAVING. _ W ' 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 15,465 SF 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY , 5 MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH) 6 EA ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE 6 5 4 3 2 1 48 47 46 45 44 U 6 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305 6 EA ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. Q 7 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 6 EA 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO 0 ( * 8 INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHT STANDARDS 18 EA DETERMINE STRUCTURAL SECTIONS. 9 ADJUST VALVE COVER TO GRADE (WATER MAIN) 17 EA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, V [ Ll Q C� CT -fl = Ro Q C 'T cfl Z 2, cfl 10 REMOVE EXISTING WOOD BARRICADE 1 EA THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- 11 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA ST. PLAN 131-A GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A SHEET 4 1 EA QUALITY BETTER THAN THE NATIVE MATERIAL. 12 INSTALL TREES PER NOTES AND LEGEND SHOWN HEREON 73 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY 13 INSTALL TRAFFIC SIGN PER PLAN 5 EA THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S TRACT 14523 14 PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E 3 EA RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. INDEX MAP 15 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B 4 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE SCALE: 1 "=100' 16 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLAIDS WHICH IS NOT STREET TREE LEGEND EXISTING SURVEY MONUMENTATION (WIDTH PER PLAN, X-3')- - -- -- -- - 4,664 SF SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN 17 PAINT DOUBLE YELLOW LINES PER CITY OF RANCHO CUCAMONGA STD PLAN 133 107 LF THE OTHER ITEMS OF WORK. MIN GROW I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S)STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE a�EO LAND 18 INSTALL 3" ABS ASTM-D 2751 SDR-35 DRAIN PIPE 82 LF p9G 19 CONSTRUCT CURB CORE FOR 3" DRAIN PIPE PER DETAIL SHOWN HEREON AT EACH INTERSECTION PYRUS EVERGREEN KEENLAND DRIVE DESCRIBED AS FOLLOWS: OFHIS RUCTION OMCONSTRUCTION 15. WITHIN THE ��` �pRK �Yq9� F� 8 EA 20 INSTALL 3" PVC CAP 8 EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE KAWAKAMI PEAR 3.0' 20' OC 15 GAL 37 LIMITS 5820 21 INSTALL TUBULAR STEEL FENCE AND GATE WITH LOCK PER CITY OF RANCHO CUCAMONGA STD PLAN 608. CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION UPON REQUEST THE LAGERSTROEMIA LAVENDER LOCATE AT ADJACENT SIDEYARD END OF WALL. FENCE SHALL NOT BE CONNECTED TO SIDEYARD WALL. 1 EA REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ROSEVILLE DRIVE INDICA CRAPE MYRTLE 3.0 20' OC 15 GAL 30 DATED �T Exp " - J� 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, MUSKOGEE" MARK ARE L.S. LA0. 582 PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. JACKSON PLACE ERIOBOTRIA BRONZE LOQUAT 3.0' 25' OC 15 GAL 6 F�F C AL1F ois DEFLEXA PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF STORM DRAIN COM7RUCTION NOTES 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY - SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO 40 CONSTRUCT 42" R.C.P. (D-LOAD AS SHOWN ON PLAN) 135 LF GENERAL TELEPHONE METROPOLITAN WATER DISTRICT RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED 41 CONSTRUCT 30" R.C.P. (D-LOAD AS SHOWN ON PLAN) 692 LF 585 NORTH MOUNTAIN AVENUE 700 N. ALAMEDA STREET TO THE CITY. UPLAND, CALIFORNIA 91786 BOX 54153 CONSTRUCTION NOTES FOR STREET TREES_ 42 CONSTRUCT 18" R.C.P (D-LOAD AS SHOWN ON PLAN) 215 LF 1-800-482-6711 LOS ANGELES, CA 90054-0153 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY 43 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER RANCHO CUCAMONGA STD. DWG. 318 (NOT USED) (213) 217-7474 OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY - 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED 44 CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER RANCHO CUCAMONGA STD. DWG. 319 4 EA SOUTHERN CALIFORNIA GAS COMPANY COMCAST FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY PERMANENT WITNESS MONUMENTS AFTER COMPLETION M THE PROJECT SHALL BE 216 N. EUCLID AVENUE 1205 DUPONT ST. REQUIRE BACK FILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 45 INSTALL BULKHEAD PER DETAIL ON SHEET 6 1 EA ONTARIO, CA 91762 ONTARIO, CA 91762 PROVIDED TO THE CITY. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 46 REMOVE EXISTING BULKHEAD 1 EA 1-800-427-2200 RES. (909) 983-9895 DIVISION. 47 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RANCHO STD. PLAN 321 1-800-427-2000 COMM. (PORTION OF RED HILL) 1 EA 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CHARTER COMMUNICATIONS 10' MINIMUM CUCAMONGA COUNTY WATER DISTRICT 6680 VIEW PARK COURT 9641 SAN BERNARDINO ROAD RIVERSIDE, CA. 92503 12' MAXIMUM INLET RANCHO CUCAMONGA, CA 91730 CONSTRUCTION DEPT ' ' PIPE 1INL ABOVE (909) 987-2591 C/0 STUART KING 1ET OF 4SIDEWALK SET (909) 343-5165 SIDEWALK LOCATION FL OF GUTTER PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: S OU ORTM C� NORTH SOORTH ( NORTHOR3" CAP VARIES PER PLAN 19 WEST EAST WEST L EAST 20 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS R/W I R/W R/W R/W WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE 50' 66' 0.5� MIN CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR 5' 7' 36' 7' 5' GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 11' 44' 11' :7 TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR 1' PU2' 2' 6' 2' 2U' 1' 0.5' 4' 6' 4' 0.5' 18 3" ABS ASTM-D 2751 NOT SHOWN ON THESE PLANS. SWE SWE AIN I 2:� 1' 1 2•.1 2% 2% 27. 2% CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 2% � _ �� 2% AREA DRAIN INLET-OITTLET DETAIL PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR - - . _. r JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS 2 2: 2. N T.S. AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 4 2 1 4 4 2 Q 1 2 4 DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE WATER WATER 0 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN SEWER UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR SEWER LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN TYPICAL SECTION TYPICAL SECTION WRITING AND MUST BE APPPOVED BY THE PPFPAPEP of THESE PLANS KEENLAND DRNE AND ROSEVILLE DRIVE N.T.S. ---- -- - - KEENLAND DRIVE UNDERGROUND STRUCTURES T.I =s, R=70 66' COLLECTOR N.I.Q. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER T.I =6. R=70 OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED DESCRIPTION OF REVISION DATE CITY APPROVED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING wEsr EAST EAST wEsr THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO R/W R/W R/W R/W N- C - AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY 50' S0' Y U I / H N l H J L, H L A M U 6 DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR QROFESS/0 STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE 7' 36' 7' 7' 36' 7' 5' �O No J. q q� PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR0.5' 6.5' 6 6.5' 0.5' PUE TRACT 14523 ' �, � 2 SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE 0.5' 6.5' 6' 2' 2' 1' �� �, DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES 2.1 1' 1 2•� ? 1' SwE 2.� STREET IMPROVEMENT PLANS { 2% No. 36052 SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT 1 2% _1IIIIIIIIIIIII �% 2% I 2% .7% �� w r*7 CC TITLE SHEET SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF � 2. _ _ ..,, 1 2:� 2'•1 . _ _--_ 2 � Exp.6 30 2004 THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. s9TF Crvi� FO��\P 4 2 0 1 4 4 1 2 4 OF CA1-� WATER 0 O WATER APPROVED BY: DATE-.4' 1 Underground Service Alert SEWER SEWER CITY ENGINEER ( C RCE: 24953 ,JORE Yo --- - 1_ - -- - --- TYPICAL SECTION TYPICAL SECTION - ���G CSII TOLL FREE DEVELOPER-OWNER DESIGN Pia HT RECOM LADED ALVARADO PLACE-AND PENROSE PLACE JACKSON PLACE ML\JF ALLAAD-ENGINEERING 1-800 N.T.J. - _ - N.T.J �1� EVn� �6urreTtg ,�� Stena AvnLw T.I.=5, R=70 T.I.=5, R=70 i K �RAwr, SHE ... Fuuta.�a. Calilurnte X535 �I � /%�7 /^1 / 9091 356-1815 er X91 356 1795 ZL/ _ZVOO Y B N M N E 75 L T D CIJR v� 1 OF 175 TECHNOLOGY DRIVE, IRVINE,CA 92618 CHECKEDDRAWING N0. RArMOND _ aLLARO R.C.E. 36052 TWO WORKING DAYS BEFORE YOU DIG (949) 789-8300 FAX (949) 789-9373 CITY 5 . - EXPIRES 6/30/04 1809 DATE - - - - Dole. MARCH 12. 2002 CGR BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, N. CL HIGHLAND AVE., 24' E. OF CL L=`137.92' ETIWANDA AVE. AT THE N.W.C. _ OF 4X8, DROP-IN-BOX FOR DRAIN CULVERT, SET STD. BRASS / DISK. DISK. OR. 45.98 VC L=45-97' - - - EXISTING AGROUND - _ _ ELEV. 1432.612 P=1653.05 O 18' LEFT OF CENTERLINE _ 22.99 { t 10.15 w h L) v U 42.41 42. 1' 55.92' m _ L.O.C. L.O C. L.O.C. m r` 9 to ro � r � � v v 000 v v v up Qfm cD cD Lq _ _.. _ _ - O O 0 I- Ih O 0 N 00 et U U U _ -0: 0% r �n r\ ,.� o m o m M o0 er v �? i- I-- w v ,n _ : O N � � + 6 � f- O 07 O OmOr7 �� �� H O p + tD et et N et � et �t et I\ Ln r./ r 0.50 r Lf) r cD cD + ca co co co ca r7 00 ao `x ►� Qi cD 1 1 '` VC r� - ca ai - 0D OO 00 re)W (� o6 00 1 rjd a = PROPOSED TC r -0. r + 1 +? 1 b _ 1652. 3 O 18' LEFT OF `� \ �o r 5 _ _ - o m CENTERLINE 0.56% =a. , 9' (T= l _ T .50% _ .51% T-- .79% c> > - \ r _ 0 �T 3 T=+0.6 \ -� o °° u o EXISTING GROUND �l _ i , � O M _ 1/ o a O O N I. N n0 r` _ _ O CENTERLINE __ _ _ .-� 0p cD t` C-4 li p r + + L + N 00 O IZ 0 Z � Qi cO oto O+ + ,/ / N ~�. 00 Z WO V) mO N U p U (% t67 r +w o o0 u) 00 N O O N o `` Cl) Cr Lo� CONTRACTOR T VERIFY T=-1.38% _ n 0)w + rn rz oN6 O o In NCJw -0.50 r Y a r + � +w + Y o 0 M N m PRIOR TO CON T10N 0 w U CD i- m _ < 1650 L=137.92' _ r - r °Y wK)od +�� 1650 POR. 45.98' VC 45. 7' t IN, 14--� �J .71 0 ±� 00 � / r z P1=1653.05 .27' - 25 93' 0 _ _ 22.99' r 2� 0 C. fS71NG GRO ND EX15'1TNG GROUND PROPOSED FlNfSH _ O 18' RIGHT F 42.41 4 .41. O 18' RIGHT OF SURFACE O _� �� ►- v w v -- CENTERUN L.O.C. L.O.0 CENTERLINE CENTERLINE 1655 \ LL CD I=CID, m I af m cv ® 54.43' `° o c0 + ~ I 1- t9 m L.O.C. 117 jr -0. O9a r t0 to M CD O .m N r r N 4 4 4 M c�D � ON Gi O co D00 O M 00 =)m m U U PROPOSED TC r 0 50M r lor10 00 + � 06 x N 1650 - - soy _ �, _ Wmo ►- W - 1650 O 18 RIGHT I CENTERLINE T=-5.907 -01% O LZ D o+o c° ~ 00 PROPOSED 18' RIGHT of ui 00 PROFILE SCALE CENTERUNE r l" HORIZ: 1 = 40' v VERT: 1"= 4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 1 +� 18+00 (T=-6.00%) 19+00 PLAN SCALE HORIZ: 1"= 40' DAY CREEK BOULEVARD SEE SHEET 5 OF 20 DRAWING NO. 1803 16 16 16 16 16 16 T-j 13 1 16 16 16 16 7 SNS R1 W53 7 4) 8 8 8 8 6 15 13 JACKSON PLACE 13 6 U r 49, 111' 62' a a a a a N � � o 3 3 U 3 3 vU U v �Q Q > I� >_ F > t` > CE > > > O CE 1C>i w F F H , , , , 3 3 Qf 00 w ^ co � 00 ZI w Cow � rn > as �' m SEE SHEET 4 n,,� as a^o r •r > t g w 7 42 37 25 o N o N o �_ o o ZZ o 0 0 0 o - F I 11 II II 11 11 t II II II [al II II II II c + c" c�i c� + Li c j c-� + c-v c� c� + c� N os os of as 5 W vs rn r; ^ c , r III ` 0 3 0 3:: 3 p w 3 3 N w 3 3 ,,� w - Y a 3 3 3 ,� w 3 + �� 7 5- 25 + �� �� o + C- C� C 4 0 + (.0 � O N r 1[) p.� 00 U II m r r r r /' 1 8' 18' r r r r U N r r {n i , I I I ' CL N1 GRSEC I M� N N + N ^ N ♦ "' + ; i� I I 18+71.37 KEENLAND DRIVE :2 v + �n 1n 6' I I I 8 9 10 11 12 r 13 + + 14- 15 16 - 17 43 `" `" ,, 43+79.22 DAY CREEK BLVD TnrP i r 14 tip, ' 1 `♦ L= 12 � O� 3.32' L. X7+00 � �p L= CSI iv � 59.46' / , r-�' 70.83 34.40' 35.63' "' 7 .00' 7 .00' 70 00' 70.00' 70.00' 00' 57.94' `� �0+ 0 . • • • • • • • 1017z5 � B 11 +00 `� o° 12+00 2 4 13+00 9 14+00 15+00 `�' °° 2 9 16+00 p 3 5 � N �• 18+00 19+00 N 20+0 I - N89 4 03"W N89'24 03"W 1 7 rl� t - - I 4-- T - qK7 C 00 N 1 2 4 9 5 p p 2 N89'24 03"W00 in N 3 - _ --- -4 � •�- - L= 16.50' 70.00'- 70.00' 62.06 � � 62.00' 82.03 ?- r - r - ------ 41 _ �- ,�, ,�, 83.i 0' 83.1 ' 44.43' / •5p 6 24.12 N ?� I ���0 N 12 w \ \ �,T�B 54 59 12 �) �, 1S' L (TYP) .n 14 N 44 s!9 (� / 23.26 0 48 47 46 I �I I I I • 6 Q a a a a a Q Q a I 1 II 3 3 3 3 3 Z 3 3 3 3 3 I II II 1" W � 3 � 2 9f2ce1 p� 5 ' He 00 00 � � t '0 � (D In = � � m� 6 � II II 3c � '0 5 Of 04 w �_ W � � �_ � � � J � �_ � � _ � � J E � � � N I I III 111 � I O D N o D D 0 o C 5 25 R' o t� p 1n 06 O r7 M O N N C� D 1- LO D ♦ V�p M II Obi II II t N II 11 II o W �^ N^ II II ^ II ' II + + II + ^ ~ II II °� °� Cb N I ` w o 3 + 3 3 3 3 3 n `b y 7 18' 18' 7 `b �' 3 �w`� 3 m �' 3 �i + + w ][ 3 r 3 r� g I I I Oi d• CO + co N + Z I + O_ - O 00 + SEE SHEET 4 �' La N O O N N �' r � Ln m cp nj 8 8 PENROSE PLACE 13 15 8 8 + o 16 16 1fi 16 16 16 R1 SNS 16 20 1fi 20 20 16 20 20 `� r 1fi 20 20 16 20 19 19 19 19 19 19 19 19 18 18 18 18 18 18 18 18 DESCRIPTION OF REVISION DATE C� APPROVED: KEENL.,AND DROWE CITY OF RANCHO CUCAMONGA QROFESS/0 D GRAPHIC SCALE40 20 40 so ISO TRACT 14523 9 STREET CONSTRICTION NOTES ' p - STREET IMPROVEMENT PLANS c� No. 36052 m -_ 1a-CONSTRUCT 0.25 A.C. OVER 0.33' AGGREGATE BASE 12 INSTALL TREES PER NOTES AND LEGEND SHOWN ON SHEET 1 KEENLAND DRIVE ( IN FEET' ) 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 13 INSTALL TRAFFIC SIGN PER PLAN Exp.6 30 2004 1 inch = 40 ft. 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 14 PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E 9rF CIVIL F �\P STATION 10+00.00 TO STATION 18+71.37 15 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401 -A AND 401-B OF, CA�� Underground Service Alert CURVE DATA 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 APPROVED BY: rr � DATE: � � 5 MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH) 16 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A CITY ENGINEER ti„���,l �r�c � �^ �.r RCE: 24953 F of YOG " R L T 6 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305 (WIDTH PER PLAN, X=3') DEVELOPER-OWNER: DESIGN By. RE MME ED Cal: TOLL FREE A 207'57 09 38.00 137.92' 152.68' 17 PAINT DOUBLE YELLOW LINES PER CITY OF RANCHO CUCAMONGA STD PLAN 133 ML/JF ALLARD ENGINEERING B 13'05'38" 482.00' 110.15' 55.32' 7 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 �,,,I;En,,,,p,og LAW Su l� Plar.WM ( � C 14'51 '30" 100.00' 25.93' 13.04' 18 INSTALL 3" ABS ASTM-D 2751 SDR-35 DRAIN PIPE K 8255�Avmue 8 INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHT STANDARDS DRAWN F� C SM SHEET 11" 227-2600 D 90'00'00" 27.00' 42.41 ' 27.00' 19 CONSTRUCT CURB CORE FOR 3" DRAIN PIPE PER DETAIL ON SHEET 1 . . K „ E s � T 0 CGR/HMG mw W-1815 Fax (10113%17% '3"% 2 6 9 ADJUST VALVE COVER TO GRADE (WATER MAIN) 1 /I , � a a-f of E 06-17'48' 1074.08' 118.0 4' 59.08' 20 INSTALL 3" PVC CAP 1�-•� w�C 10 REMOVE EXISTING WOOD BARRICADE 175 TEmNoLOGy DR E, lmgNF., CA 92618 CHECKED RAYMOND J.1XIARD LJ R.C.E. 36052 DRAWING No. TWO WORKING DAYS BEFORE YOU DIG * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION (949)789-8.300 FAX(949) 789-9373 CITY 2 -Z t - o't_- EXPIRES 6/30/04 1mg DATE Rieno"»: M:\DWG\12103\INTWT\14523\STREfTS\STRa72.DWC PROJECT SHEET N0. OF Dote. 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P1= N _ _ _ _ : 1649.5 _ f- 42.41 g 3 4 0 �o N w T:=+2.50% EXISTING GROUND 60.00'_ VC L O.C. _ 00 .- U c> U U m c� U c� ,n 1660 CENTERUNE 16549.34Xw co 4 4 4 4 U U U Oi 0i 0i 6 6 6 o+ 0i o - N - U �- oo -t "t v 't � "t 't o0 to to 70.49' - CN O t0 w c0 c0 + c0 c0 + c0 c0 00 0 04 0 CO M °o _ :_ - .- L.O.C. _ � U � a00o � `+°� °' o % �IS"fiING CENTERUNE � - - - - PROPOSED TC v� m 1630 + - 1630 1�65a � O 18' LEFT OF �� '� M � � 1650 m� 0? CO .- T=0.50 �� � T=5.90% 0.5070 0. D =3.5190 CENTERLINE 56% o N co o � g. PROPOSE? TIC to c0 O 18' LEFT OF 60.00' VC `` + rr- _ CENTERUNE - - _ P1=1649.47 N T=+2.5070 _. 60.00, z ---� i620 101-1649.;3" -V) 164V 1640z EXISTING GROUND v 0 � � °D U_ o U � `'' O CENTERUNE �' o N oo to o no f'_ ^� _ - _ CD >L � "_) _ Ci m o ao + 0 o N 6 } rn °D� Cn in + o w + 0 + --- 17.80 43.59 t 1.35, 43.59 17.$0 VC Ui cn 0i + rn c0 0+ o o T 0. �.C. 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P1= o00 v 1660 4 4 4 4 I v / C° +- m 4 4 4 4 C) o" ►- o o rn o,F- oo Q m �` PROPOSED TC �m U v � �o �,� o c0 r r�o c�i 0°� O 16 RIGHT OF oc0 co 0)ao +0- `° rn °' a� �� coo o CENTERLINE M N)00 r •- 06 00(0 0006 Ftp 1630 moo + 1630 _ _ 1650 m 1650 F-� r T--0.507 =+3.7990 EXISTING GROUND Q+ T=5.90 _ �T'=0.80� O 18' RIGHT OF CENTERUNE PROPOSED TC O EXISTING GROUND PROFILE SCALE 18' RIGHT OF O 18' RIGHT OF CENTERUNE CENTERLINE __ = 40' HORIZ• 1" i 620 1640 - - VERT: 1"= 8' 18+00 19+00 10+00 11 +00 12+00 13+00 PLAN SCALE HORIZ: 1"= 40' KEENLAND DRIVE ROSEALLE DRIVE SEE SHEET 2 SEE SHEET 3 5 ' , 5 ' 5 25 W 18' 18' 7 R1 18' 18' 7 00 N KEENLAND DRIVE '3 N "' ^ + SEE SHEET 2 10+65.00 y` 6' CO I CL C� N0. 3 6 7 r Z 5 ' ' m w=2o.o, v=s.4s• 38 F- =O Z 5 25 i rn as vs ECR w �� i + cin U m r BCR 118' 18' 7'! +o , �� 1649.40 TC 18 8 N�� i 3 0 Q ,651.013 TC o 17 ,648.90 FL � ��p 9 � , w 1650.58 FIL i o 3 �} tp tD i o i o 10+96.00 8 STREET LIGHT o0 L=1.21' 1 �`ti0 13 I N �d 1665.02 TC ti� z 4 `� I 'o, �8• 4 1664.52 F_ 92.62 j INTERSECTION z 117.00' 83.00' 10+00.00 JACKSON PLACE= - _` '_ i'� __ 13 10 00 1 +00 N o0 !�� N N� 1 2 _ 19+13.49ROSE PLACE= 16+77.83 KEENLAND DRIVE - --- 2 N00'35'57 "E C r!^, 10 `-) 2 13+77.83 KEENLAND DRIVE I I i 2 LO _ 6 39 C'IS 14 45 i S 5 INTERSEMON 7- I �, 5 12+90.00 JACKSON DRIVE= _ o _ t + 16+76.89 ROSEVILLE PLACE 82.62' N o i 64.00' 75.00' f a; L= 6. •- ` 598 4 _ 1 00 ECR e-�� �hT° 4 12 43-59' L=11.35' 1650.63 TC Z TYP cA D 1650.13 FL 5 ' 66 `� a1�0. 5 25 15 r j `' 8 18' 18' 7 I 44 22' 22' 1 Ul) _ KEENLAND DRIVE ' --6', 7' 43 42 41� 40 CIO Z t SEE SHEET 2 2 W FIEo =_ _ U m LJ � � 9� i q� N 8 m N - m cD c6 J N c0 fJ Q v7 00 �6 ai w vi c� 11 c� n + tD �' r c� sh t i� 3 3 w 00 + 3 W 8 o+ �� rn ± � °�' 000 r + + N + + N 13 � 8 N N 8 N153 16 16 16 16 PENROSE PLACE JACKSON PLACE DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA I? OFESS�0 �o No q q� TRACT 14523 o � h`� 9 STREET IMPROVEMENT PLANS GRAPHIC SCALE � � - z PENROSE PLACE 40 � .� � ,� STREET C TION NOTES No. 36052 E o c� m '� '� STATION 14+78.49 TO STA CC T10N 19+13.49 T__CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE 1 M EXISTING W BARRICADE Exp.6 30 2004 0 REMOVE E STI G OOD B RR CARE -- - _ s P JACKSON PLACE ( IN FEET ) 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 12 INSTALL TREES PER NOTES AND LEGEND SHOWN ON SHEET 1 �y�F CIV 1� ��` STATION 10+00.00 TO STATION 12+90.00 1 inch = 40 ft. 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 13 INSTALL TRAFFIC SIGN PER PLAN Or CA`\F APPROVED BY: Underground Service Alert DATE: CURVE DATA 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 14 PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E CITY ENGINEER ! I_ (���, ({ C t RCE: 4953 fORE Y R Cal: TOLL_ FREE R L T 5 MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH) 15 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B DEVELOPER-c)�TER: DESIGN Prepared By. RECOM E A 90'00'00" 27.00' 42.41 ' 27.00' 16 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A �1 ML/JF ALLARD ENGINEERING 6 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300 304 AND 305 n , , , � Cavil Eq,•6teeting rood sut.r,inF land Ploai� 1-800 B 10,00,00" 102.00 17.80 8.92 (WIDTH PER PLAN X=3') BM3 sly„;A. rD 90'00'00" 27.00' 42.41 ' 27.00' 7 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 M K DRAWN Faahm, CaMmsm �mTW SHEET 227-2600 * 8 INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHT STANDARDS PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION CGR/HMG mm)�s1e15 F (9D9I X1795 4 OF6 M Y K M Y E S L TD 110'00'02" 58.00' 111 .35' 82.83' 9 ADJUST VALVE COVER TO GRADE (WATER MAIN) 175 I`ECFrNou)cy DRIVE, IRVINE, CA 92618 CHECKED RAYMOND D R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG (949)789-8-W FAX(949)789-9373 CITY 2 - Z (- O-L EXPIRES 6/30/04 DATE E�"Om* M:\DWG\12103\ATTR.^,7\14523\STREFE'�\STREET4.OWG PROJECT SHEET N0. OF DaU: FEHRLORY 14. 2002 OCR